HomeMy WebLinkAbout3 Grading Plan & Maintenance of Traffic pg 3 of 7CASTING TABLE
STR. NO.
STRUCTURE DATA TABLE
STR. NO. 1
STR. NO. 2
STR. NO. 3*
STR. NO. 4*
STR. NO. 5
INLET TYPE 'J' WITH 162.7
LFT OF 12 "0 HDPE PIPE
0.50%
RIM EL. 888.94
INV. OUT (NE) 886.98
INLET TYPE 'M' WITH 13.7 LFT
OF 12"0 HDPE PIPE 0.65%
RIM EL. 888.84
INV. IN (SW) 886.17
INV. OUT (NE) 886.17
INLET TYPE 'E' WITH 24"
SUMP AND DOWN- TURNED
ELBOW ON OUTLET AND 5.0
LFT OF 12 "0 HDPE PIPE
0.65%
RIM EL. 889.50
INV IN (SW) 886.08
INV. OUT (SE) 886.08
D.S. EL. 886.05
INLET TYPE 'J' WITH 24"
SUMP AND DOWN- TURNED
ELBOW ON OUTLET AND 7.6
LFT OF 12 "0 HDPE PIPE
1.00%
RIM ELEV. 888.96
INV. OUT (NE) 885.65
D.S. EL. 885.57
59.5 LFT OF 21"0 RCP
CULVERT 0.45% WITH 2
CONCRETE PIPE END
SECTIONS
U.S. EL. 886.63
D.S. EL. 886.36
*crt CI 11117 P1rTA II /c'1 Irr-r -i\
CASTING TABLE
STR. NO.
CASTING
c•J
R- 3287 -10V
R- 3287 -10V
R- 1883 -J2
R- 3287 -10V
w
2
1-
0
z
0
0
W j
Q
M me
I
I
C
LLI
o
Io(10o
1-
v) 0<
z a.
Z >-w
�1z
Lai 0 Z
W W W W c
CL V
X 7 Li�
X
860.00
859.50
x
LEGEND
x
860.00
859.50
TOP OF CURB
BOTTOM OF CURB
(860.001 FINISH GRADE
1860.001
x 1860.00) SSD INV.
X EL= 888.47
BENCHMARK INFO:
TBM #121
RR SPIKE SET 12" UP ON THE WEST SIDE OF A
POWER POLE LOCATED AT THE SOUTHWEST
CORNER OF THE INTERSECTION OF MICHIGAN
RD. Sc NORTHWESTERN DR.
ELEV. 892.64
TBM RUN IN FROM PIKE 3 A BRONZE DISK
STAMPED, SET IN THE TOP OF A CONCRETE
POST, 48' SW OF THE CENTERLINE OF THE
HIGHWAY, AND 33' S OF THE CENTERLINE OF
86T1-I STREET, ABOUT 2' ABOVE HIGHWAY
LEVEL.
ELEV. 859.42
FLOODPLAIN INFORMATION
THERE ARE NO FLOODWAYS, FLOODWAY FRINGES OR
FLOOD PLAINS WITHIN THE PROJECT LIMITS PER FIRM
MAP #1800810011C, DATED MAY 19, 1981
ZONING INFORMATION
I -1 /INDUSTRIAL, US 421 /MICHIGAN ROAD OVERLAY
887.27
885.18
890.22
889.72
887.33
91.73
>L= 888.53
L= 889.12
L= 888.19
)L= 888.16
L= 888.66
89.17
89.38
L= 888.85"
889.75
89,2V
889.75
889.25
89,16
890.31
890.24
889.74
889.65
890.41
889.91
SSD INV.
891.32
889.55
889.05
1=L =88
884.18
D DRAI
)L= 887.95
889.93
89.82
890.25
889.79
t;'i
890.20
890.20
890.33
889.75
L= 889.12
CHARTER ONE BANK
2,385 S.F.
F.F. ELEV. 890.80
tL= 889.28
ADJUST CASTING
TO GRADE
890.70
L= 889.43
889.39
890.33
889.75
889.75
890.25
STR. NO. 4
890.10
890.31
889.81
890.07
889.57
890.10
891.05
891.00
891.32
885.83
887.87
887.94
890.01
889.51
889.66
888.16
889.76
890.31
889.81
890.53
891.05
890.13
890.39
890.88
890.38
891.45
890.95
�I 891.00
886.87
884.76
88 .4
891.00
EL= 889.93
890.42
889.92
T
NEAREST
BUILDING
l...=120 ,48
SSD INV,
NG ET RIM
EL 886.34
a �9
L= 889.21
887.88
L =888.1
L =889
891.40
890.90
t Vv #c �a ARK S' THWESTERN RE
\Imes- li ..a:. oo
1...=889,64
7,
OVER COVER (MI
OVER T P OF PIPE (AP,PROX.
89100
TOP'OF PIPE ELE 886.90-
Y t L =889
886.16
SSD INV.
SSD I
EXISTIt p RCP
INV. L-EV. 884.17
/EXISTING 36" RCP
IN V. 883.98
=888.9
X -889 55
XEL 884.10
L= 884.32
L= 888.57
L =887.04
7L= 889.02
88.21
888.29
L= 88.61
iL= 890.99
I= $90.68
y
E
$91
4
ININIMPORNIF
EL= 889.15
PROPOSED ELEVATIONS
PROPOSED ELEVATIONS
(TO BE FIELD VERIFIED)
SUBSURFACE DRAIN INVERT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED DRAINAGE DITCH
FIRE HYDRANT
TO PROPOSE
'EL= 888.81
tL 8 ?0.5
rr '.911.1r
szt
1
887.71
GENERAL NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING
UNDERDRAIN LOCATED UNDER EXISTING SWALE
(CAP AT INLET TO NORTH).
2. THIS PROJECT FALLS MINING THE PARK
NORTHWESTERN DRAINAGE SHED.
w
7 r /'TOP OF PIPE
G
6
'N
i
,1 270P OF PIPE
«886.8
w
w
i
SSD \INV.
I v\
OP
EL= :89.30
INSTALL MON�I AENT SIGN PER
BUILDING PLANS
BUILDING PLANS
i
7
7
t
REGRADE EXISTING DRAINAGE
DITCH TO TIE INTO
PROPOSED DRAINAGE DITCH
4
I
7
.Y
T.B.M.
890.001
88
EL= 888.72
#121
G
891N
L= 888.74
f
ADJUST CASTING
TO GRADE
e
7
x tL=889 463
=884 98
889
rn
DETENTION OUTLET
STRUCTURE (SEE
SHEET 4)
8
EXISTING 42"x30" CMP
0
PROPOSED UNDERGROUND
DETENTION SYSTEM (SEE
20
VA
0
20
40
SCALE: 1"=20'
EXISTING CONTOUR INERVAL 1'
PROPOSED CONTOUR INTERVAL 1'
DOCKET *193-03 DP/ADLS
2
NO
PROPOSED GRADE
SUBSURFACE DRAIN
GRADIENT. SEE
67411 AMAMI
INVERT ELEVATIONS
1/5/03
12/4/03
DATE
PROPOSED GRADE
JOB No
EROSION CONTROL BLANKET NORTH AMERICAN
GREEN (S-75 OR EQUAL) LOCATED AS
SHOWN ON EROSION CONTROL PLAN
DRAINAGE DITCH DETAIL
SLOPES 1% AND GREATER
NTS
NTS
DATE NOVEMBER 21, 2003
UNDERCUT DITCH BY 0.2' TO
ALLOW FOR FUTURE SILTING
UNDERCUT DITCH BY 0.2' TO
ALLOW FOR FUTURE SILTING
#8 GRAVEL
DRAINAGE DITCH DETAIL
SLOPES LESS THAN 1%
EROSION CONTROL
BLANKET NORTH
AMERICAN GREEN
(S-75 OR EQUAL)
LOCATED AS SHOWN
ON EROSION CONTROL
PLAN
MAINTENANCE OF TRAFFIC DETAIL
LEGEND
SHOULDER CLOSED AHEAD
ROAD CONSTRUCTION AHEAD
END CONSTRUCTION
CHANNELIZATION DEVICE
MISCELLANEOUS REVISIONS PER TECHNICAL ADVISORY COMMITTEE REVIEW
ADDED MONUMENT SIGN ON NORTH CORNER OF PROPERTY
REVISIONS
GRADING PLAN AND
MAINENANCE OF TRAFFIC
10460 MICHIGAN ROAD
DRAWN RH
DESIGNED TEN
CHECKED
TEN
APPROVED TEN
RH
RH
BY
TEN
TEN
APPR
Transportation
Development Consultants
3417 S SHERMAN E NMI GiffNE, Di 46107 (3171 no-i555
SHEET 3 OF 7